冷弯薄壁型钢是轻钢结构的主要构件形式。
Cold-formed thin-walled steel members are the main member of light steel structure.
分析了冷弯薄壁型钢在组合墙体中的承载力。
The bearing capacity of the cold-formed thin-walled steel which was used in combination wall.
采用了有限元法对冷弯薄壁型钢单榀墙架结构的进行受剪性能的分析。
In this paper, the shear behavior of a new type of high-strength cold-formed ultra-thin-wall steel wall frame was analyzed mainly by the finite element method.
采用有限元法对冷弯薄壁型钢住宅墙架柱在竖向荷载作用下的承载力进行了分析。
Authors adopted finite element method (FEM) to study the bearing capacity of the studs of cold-formed thin-walled steel residence under vertical load.
提出采用多条柱子曲线以适应不同截面、不同壁厚、不同强度的高强度冷弯薄壁型钢柱。
It is suggested that several column curves should be adopted for the calculation of cold-formed steel columns of different sections, thicknesses and strengths.
本文介绍了低层冷弯薄壁型钢房屋住宅的结构体系、传力路径、设计概念以及存在的问题和对策。
The structural system, load paths, design conception, problems and countermeasures of low-rise cold-formed steel framing dwellings are introduced in this paper.
冷弯薄壁型钢龙骨结构体系采用经济型材冷弯型钢为承重骨架，以轻型墙体材料为围护结构所构成。
Web light-gauge steel structure system USES economical materials as load-bearing framework and light wall materials as enclosure.
冷弯薄壁型钢龙骨结构体系采用经济型材冷弯型钢为承重骨架，以轻型墙体材料为围护结构所构成。
The cold-formed thin-wall steel framing system has been used more and more commonly in China.
在冷弯薄壁型钢结构中，为了降低层高而让管线从梁中通过，在梁和柱的腹板及翼缘中常需要开孔洞。
In cold-formed steel structures, we need to open holes on flange and web of beams and columns for the purpose of getting through the pipeline.
冷弯薄壁型钢截面上的残余应力分布是弯曲型的，而热扎型钢或焊接型钢截面上残余应力分布是薄膜型。
Cold-formed steel cross section on the residual stress distribution is curved, and hot rolling steel or steel section on welding residual stress distribution is a thin film type.
结合某试点工程的要求，进行了冷弯薄壁型钢与混凝土组合节点在低周循环荷载下的足尺模型拟静力试验研究。
Experiment under low cycle loading is presented on the composite joint of cold formed & light guage steel shape and concrete.
把辊轧成型的C形冷弯薄壁型钢构件切割成若干短柱，在短柱中将产生不同程度的歪曲变形，进而引起附加的初始几何缺陷。
Cutting roll-formed steel C-section to stub columns will produce different extent of cross section distortion along the lengths and cause additional initial geometric imperfections.
基于已完成的G550冷弯薄壁型钢屋架结构承载力试验，采用通用有限元软件ANSYS，建立考虑材料和几何非线性的分析模型。
Based on the experiments of G550 cold-formed thin-walled steel roof truss structures, an analysis model considering geometry and material non-linearity is established using general FEM software ANSYS.
美国AISI规范中对特定条件下的带洞腹板做了规定，而我国《冷弯薄壁型钢技术规范》（GB50018-2002）对此尚无规定。
AISI Specification have made relevant rules on web with openings, but Technical Code of Cold-Formed Thin-Wall Steel Structures(GB50018-2002) does not have the rules.
美国AISI规范中对特定条件下的带洞腹板做了规定，而我国《冷弯薄壁型钢技术规范》（GB50018-2002）对此尚无规定。
AISI Specification have made relevant rules on web with openings, but Technical Code of Cold-Formed Thin-Wall Steel Structures(GB50018-2002) does not have the rules.
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